(完整word版)膨胀加强带无缝施工方案(word文档良心出品).pdf

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1、目录第一章编制依据.-2-第二章工程概况.-2-第三章施工总体安排.-4-1、浇筑计划.-4-2、材料准备.-4-3、人员安排.-4-4、机械安排.-5-5、技术团队准备.-5-第四章施工方法及顺序.-6-1、施工方案的确定.-6-2、膨胀带位置的确定.-6-3、浇筑顺序的确定.-6-第五章技术质量保证措施.-7-1、混凝土原材料质量控制.-7-2、混凝土浇筑质量标准.-8-3、其它质量保证措施.-9-4、加强措施.-10-5、施工工艺.-11-6、现场施工质量措施.-11-浙中邦建设工程有限公司淮阴区人防指挥所工程膨胀加强带无缝施工方案-1-第六章安全消防措施.-14-第七章环保与文明施工.

2、-14-文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档

3、编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5

4、K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E

5、1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM

6、7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q

7、7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG

8、5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6浙中邦建设工程有限公司淮阴区人防指挥所工程膨胀加强带无缝施工方案-2-膨胀加强带无缝施工方案第一章编制依据1、混凝土结构设计规范（GB50010-2010）2、

9、混凝土结构工程施工规范（GB50666-2011）3、混凝土结构工程施工质量验收规范（GB50204-2011）4、淮阴区人防指挥所工程施工图纸5、淮阴区人防指挥所工程施工组织设计第二章工程概况淮阴区人防指挥所工程位于淮阴区长江东路与承德北路交叉口西北角。本工程由地上部分和地下部分构成，地下部分由地下人防指挥所和车辆隐蔽所组成；本方案适用于地下人防指挥所部分。地下人防指挥所平面呈矩形状，南北向长度为50.9米，东西向长度为 34.9 米，底板、外墙、顶板厚度大部分均为450，大厅底板厚度为 750，大厅顶板厚度为700。地下室基础为筏形基础，剪力墙结构，除大厅部分净高是6米，其余部分净高为 4

10、.3 米，大厅部分覆土厚度 500，其余部分覆土厚度 2450。开工日期为 2012年5月20日，计划竣工日期 2013年3月15日，总工期 300天。由于本工程地处淮阴区区政府正南面广场上，离区政府大门不足100米，根据上级单位要求，2013年3月底必须进行回填土种植绿化，由于前期各方面因素影响，直到2012年11月才开始挖土，如果按照常规思路进行施工，本工程须留设一条后浇带，待顶板砼完成后40-60天方可文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K1

11、0O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W

12、6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O

13、6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O

14、1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W

15、5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10

16、T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码

17、:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6浙中邦建设工程有限公司淮阴区人防指挥所工程膨胀加强带无缝施工方案-3-封闭，施工期间正值寒冷冬季，又逢春节假期，这样必然无法完成既定目标。经建设、设计、监理及施工各方共同协商后，将本工程设置的后浇带改为膨胀加强带无缝施工，宽度为 2米，位置留在 F轴往北 1.5米-3.5米处，详见下图:文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W

18、5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10

19、T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码

20、:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K1

21、0O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W

22、6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O

23、6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O

24、1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6浙中邦建设工程有限公司淮阴区人防指挥所工程膨胀加强带无缝施工方案-4-第三章施工总体安排1、浇筑计划根据施工进度，提前24 小时与砼公司预约浇筑时间和浇筑方量。地泵提前一天到现场就位，并根据地泵的输送能力和运输路程安排砼运输车的数量。本

25、工程计划安排 2 台地泵同时浇筑，底板砼工程量约 1200立方，一台地泵一小时输送量约60-70 方，考虑接管、拆管和就餐降效影响，每台每小时输送按50 方计算，共 1200（250）=12小时浇筑结束。2、材料准备根据施工进度，提前计算砼工程量，通知砼公司准备足够砂石料及外加剂，特别是DB-1 纤维膨胀抗裂防渗剂，由于本工程所用的外加剂DB-1是一种创新材料，价格较高，为防止砼公司偷工减料，所以由我方直接从厂家采购，拌制砼时我公司派技术员到现场监督投料，确保掺量充足、准确。3、人员安排由于底板砼方量较大，浇筑时间较长，气温又低，砼硬化时间较长，两台地泵同时浇筑，浇筑时安排2 名施工员跟班测量

26、、2 名泥工班长现场指挥、8 名振捣手振捣砼、8 名技工找平、2 台磨光机磨面、4 名技工边角收面拉毛、若干名普工协助浇筑、并派专人对已浇筑的砼及时覆盖塑料薄膜和保温板，磨光和收面技工应安排2 班人员进行轮流换岗，确保砼浇筑质量，另外相关班组必须安排看筋和看模人员现场跟踪检查，防止意外发生。文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O

27、1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W

28、5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10

29、T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码

30、:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K1

31、0O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W

32、6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O

33、6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6浙中邦建设工程有限公司淮阴区人防指挥所工程膨胀加强带无缝施工方案-5-4、机械安排砼公司安排 2 台地泵在现场浇筑，并备用一台，防止机械故障，泥工班应准备 12 条插入式振捣器，3 台磨光机，夜间施工准备充足的照明设施。5、技术团队准备项目部成立砼浇捣领导小组：项目经理许新耕任组长，项目技术负责人汪来勇任副组长，成员由蔡必昆、高飞、张晓飞、毛坛福等组长。组员具体职责如下：许新耕：全面负责现场混凝土工程管理工作。汪来勇：全面负责混凝土工程技术管理工作及方案、相应纠正措施的审

34、批。蔡必昆：全面负责混凝土工程施工中安全监督管理。高飞：负责整个工程混凝土工程的组织、协调、检查、监督管理工作。毛坛福：全面负责混凝土工程现场调配工作。张晓飞：全面负责混凝土工程质量监督管理。汪来勇、张晓飞：负责编制混凝土工程施工方案和相应纠正措施、冬施技术资料再分析、收集、整理、归档。高飞：负责现场混凝土工程施工的组织、协调、检查、监督管理工作。张晓飞：专职测温员。注：检查、监督内容为混凝土工程施工方案的落实情况、技术交底是否到位、混凝土或砂浆是否符合混凝土配比及浇筑要求等。文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6

35、 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6

36、H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1

37、 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5

38、T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T

39、6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:

40、CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10

41、O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6浙中邦建设工程有限公司淮阴区人防指挥所工程膨胀加强带无缝施工方案-6-第四章施工方法及顺序1、施工方案的确定结合本工程实际情况，建设单位在2013 年 3 月底必须进行顶板的回填土及种植绿化，如若按传统施工方法，这一目标必然无法实现。故我单位与设计、监理单位共同协商确定，将原设计图纸中

42、的后浇带改为膨胀加强带，宽度改为2 米。混凝土结构加强带施工工艺是以补偿收缩混凝土为结构材料，以加强带取代后浇带实现混凝土连续浇筑的一种新工艺。该工艺有以下优点：（1）结构受力合理。（2）取消后浇带，提高了结构的整体性能，特别是对于有防水要求的结构砼，提高了其整体防水性能。（3）简化施工工序，缩短工期。后浇带一般需经4060 天才能回填，采用本技术减少了施工对后浇带处理这一繁琐的环节，大大地缩短了施工周期，加快了施工进度，降低工程成本。（4）解决了后浇带施工缝处常出现开裂、渗漏等质量问题。2、膨胀带位置的确定原图中后浇带为避开集水井位置设在D-E轴中间，后浇带北侧面积较大，南侧面积较小，改为膨

43、胀缝后，由于砼是一次性浇筑，对结构影响较小，故作了相应调整，放在F轴以北 1.5-3.5米处，接近地下室中心位置，此处剪力较小，又避开集水井、地梁等构件，便于施工。3、浇筑顺序的确定本工程大门设在指挥所的南侧，根据现场场地限制，同时也为浇筑方便，决定将地泵设在指挥所的西南侧，两台泵车分别从南北同时向中心进行浇筑，如一侧先浇完，将泵管接入另一侧浇筑，待两侧砼浇筑结文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W

44、5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10

45、T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码

46、:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K1

47、0O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W

48、6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O

49、6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O

50、1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG5W5T1C10T6浙中邦建设工程有限公司淮阴区人防指挥所工程膨胀加强带无缝施工方案-7-束后，撤走一台泵车，留下一台浇筑加强带砼，浇筑加强带砼应在两侧砼即将初凝时进行，以尽量减少膨胀带的胀力，但必须保证在初凝前进行，以防止出现冷缝导致渗漏水。具体详见下图：第五章技术质量保证措施1、混凝土原材料质量控制结构采用加强带施工工艺，混凝土试配尤其重要，关系到施工的文档编码:CD5K10O3E1W6 HM7O6H1Q7O1 ZG